Laserfiche WebLink
W <br />Z Z <br />f= Q <br />SCALE: /V 1 " = 100' <br />0 <br />h <br />�Ir <br />� v <br />.. 0 <br />m0 <br />v CV <br />LO N O0i <br />N <br />oM, 3 <br />3Ul) <br />e <br />00 <br />M Z <br />1f) <br />io <br />r - <br />PARCEL 2 - <br />2.39 AC(GROSS) <br />0.21 AC( ), <br />2.18 AC(NET) <br />FD. 3/4" I.PIN(R1)(NO TAG) BENT, <br />IN CONCRETE AT FENCE CORNER <br />S34'10'24"W 1.00' FROM CORNER. <br />�= Z <br />=Z � <br />J W Q <br />�j S 73'18'23" W 701.13'(M) 701.25'(R2)(C) <br />Q S 73'21'30" W 701.67'(R1) 26.25'(M)(R1) <br />152.25' Tti 548.88'(M) 549.42'(R1) 549'(R2) <br />(M)(R1)(R2) I� <br />�- FD. 3/4" I.PIPE(R1)(R2) <br />(NO TAG) <br />LO VAKU LL I <br />4.00 AC(GROSS) <br />N <br />M <br />h <br />Go <br />152.25' <br />N <br />w <br />CD <br />n <br />� v <br />^ r- <br />N ►N <br />Nm <br />N <br />0)3 <br />3N <br />CO <br />-W) z <br />0 <br />0 <br />is <br />60.00'(M)(R1) -\\IN7317-50-E (M)(R1)� <br />152.25' (M)(R1) <br />HARDING WAY 00 3' / 1 <br />i 152.25 (M)(R1)� <br />FD. 3/4" I.PIPE(R1)(R2) _/ <br />WITH PLUG L.S. 4450(R3) <br />(1/2- I. PIPE PER R3) <br />T\ <br />3 I� <br />Mb to <br />Ln 0 o IC,4 <br />loco lb <br />z I IZ <br />D.D. SHEET NO. 32D <br />3.85 AC(NET) <br />S 73' 18'23" W 701.14' <br />548.88' <br />LMCEL 3 <br />8.62 AC(GROSS) <br />0.95 AC(RW) <br />7.67 AC(NET) <br />r <br />h <br />ri <br />0 <br />0 <br />SEE DETAIL "A" <br />-- - - - - - - ---- - - - - -- <br />j 522.24'(M) 522.95'(R 1) <br />N 73-17-50- E(M)(R1) 701.14'(M) 701.85'(R1) 701.25'(R2) <br />"BASIS OF BEARINGS" <br />o: ^ <br />N73 -17'50"E (M)(R1) �� w <br />0.54'(M) 0.24'(R1) I� o <br />. N <br />Z tD <br />:W C3 <br />co I <br />�l <br />COI <br />W <br />p <br />Z <br />> <br />Q <br />LLJ <br />Q <br />0 <br />Z <br />LLJJ <br />O <br />0 <br />33.75' <br />272.74'(M) 273.75'(R1) <br />HARDING WAY <br />522.24'(M) 522.95'(R1) <br />N 73'17'50" E 548.89'(M) 549.60'(R1) 549'(R2) <br />DETAIL "A" <br />1"=40' <br />CURVE TABLE <br />CURVE <br />C4 <br />o` <br />to <br />h <br />LENGTH <br />DELTA <br />26.25'(M)(R1) <br />CH. LENGTH <br />M <br />� <br />.. <br />26.13' <br />oc <br />o` <br />26.13' <br />^ <br />i1 <br />N <br />45.88' <br />M <br />in h <br />00 <br />41.54' <br />_ <br />C4 <br />573.11' <br />104.51' <br />CY) <br />01-1 <br />104.37' <br />3 <br />633.11' <br />115.45' <br />10'26'54" <br />n <br />Do h <br />0 <br />115.29' <br />0 <br />to <br />^ co <br />a: <br />iD <br />3 <br />cV <br />� <br />Z <br />u R <br />3 d <br />Go <br />0 <br />0 <br />0 <br />d io <br />U <br />io Z <br />0' <br />R/W <br />z <br />26.25' <br />SEE DETAIL "A" <br />-- - - - - - - ---- - - - - -- <br />j 522.24'(M) 522.95'(R 1) <br />N 73-17-50- E(M)(R1) 701.14'(M) 701.85'(R1) 701.25'(R2) <br />"BASIS OF BEARINGS" <br />o: ^ <br />N73 -17'50"E (M)(R1) �� w <br />0.54'(M) 0.24'(R1) I� o <br />. N <br />Z tD <br />:W C3 <br />co I <br />�l <br />COI <br />W <br />p <br />Z <br />> <br />Q <br />LLJ <br />Q <br />0 <br />Z <br />LLJJ <br />O <br />0 <br />33.75' <br />272.74'(M) 273.75'(R1) <br />HARDING WAY <br />522.24'(M) 522.95'(R1) <br />N 73'17'50" E 548.89'(M) 549.60'(R1) 549'(R2) <br />DETAIL "A" <br />1"=40' <br />CURVE TABLE <br />CURVE <br />RADIUS <br />LENGTH <br />DELTA <br />CH. BEARING <br />CH. LENGTH <br />Cl <br />573.11' <br />26.13' <br />02'36'46" <br />N15'38'17"W <br />26.13' <br />C2 <br />30.00' <br />45.88' <br />87'37'44" <br />N29'28'58"E <br />41.54' <br />C3 <br />573.11' <br />104.51' <br />10'26'54" <br />N78'31'17"E <br />104.37' <br />C4 <br />633.11' <br />115.45' <br />10'26'54" <br />S78'31'170W <br />115.29' <br />(R1) R.S. 20-133, S.J.C.R. <br />(R2) UNFILED MAP BY BUDD & <br />WIDDOWS, DATED MARCH 5, 1923, <br />FILE NO. 209 -AA, S.J.C.S.R. <br />(R3) R.S. 40-198, S.J.C.R. <br />LEGEND <br />FD. <br />FOUND <br />AC <br />ACRES <br />S.J.C.R. <br />SAN JOAQUIN COUNTY RECORDS <br />(M) <br />MEASURED <br />R/W <br />RIGHT-OF-WAY <br />(.PIPE <br />IRON PIPE <br />S. J. C. S. R. <br />SAN JOAQUIN COUNTY SURVEYOR'S RECORDS <br />R.S. <br />RECORD OF SURVEY <br />(R) <br />RADIAL BEARING <br />I.PIN <br />IRON PIN <br />-� FD. MONUMENT AS NOTED <br />i01 DIMENSION POINT, NOTHING FOUND OR SET <br />(C) CALCULATED <br />1. THIS MAP IS NOT SUBJECT TO THE SUBDIVISION MAP ACT. <br />Doc N: 2024-070679 <br />08/22/2024 11:35:38 AM <br />Page: 1 of 1 Fee: $20.00 <br />Steve J. Bestolarides <br />San Joaquin County Recorders <br />Paid By: SHOWN ON DOCUMENT <br />FAR M1111AWK, '1515111II1 <br />26.25'(M)(R1) <br />FD. 3/4" I.PIN(R1) <br />(NO TAG) <br />S73'03'20"W(R� <br />FD. 3/4" I.PIN(R1) <br />(NO TAG) 0 <br />S75-40'06"W_(R) <br />N16'42'10"W(R) <br />Gry <br />26.65'(M)(R1) <br />FD. PAVEMENT PATCH WITH <br />NAILS AT 2' SWING TIES, <br />TIES WERE USED TO <br />ESTABLISH LOCATION. <br />41- 3 5 <br />RECORD OF SURVEY <br />of <br />A PORTION OF SECTION 43, <br />C.M. WEBER GRANT, "EL RANCHO <br />DEL CAMPO DE LOS FRANCESES'; <br />SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />SHEET 1 OF 1 SHEET <br />MAY, 2024 <br />DNADILLON & MURPHY <br />ENGINEERING <br />847 N. CLUFF AVENUE <br />DILLON &MURPHY SUITE A-2, LODI, CA 95240 <br />E N G I N E E R I N G (209) 334-6613 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF THE <br />PROPERTIES DELINEATED ON R.S. 20-133, S.J.C.R. AND SHOWN AS N73'17'50"E. <br />MONUMENTS SET <br />3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269, SHOWN <br />AS 0 UNLESS OTHERWISE NOTED. <br />SURVEYOR'S STATEMENT: <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND <br />SURVEYORS' ACT AT THE REQUEST OF SAN JOAQUIN COUNTY IN APRIL, 2024. <br />-th <br />DATED THIS DAY OF V �� 2024. <br />/<-CJ LAND -- <br />� Mu���, <br />JOE U HY L.S. 7269 I <br />No. 7269 % I <br />* EXP. 12-31-24 <br />COUNTY SURVEYOR'S STATEMENT: <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br />PROFESSIONAL LAND SURVEYORS' ACT THIS 2 (s -r DAY OF <br />JC/NE 2024. <br />E. <br />Aft - <br />cc 0 <br />JAMES E. HART, L.S. 8657 °- LICENSE <br />COUNTY SURVEYOR *„ No. 8657 a <br />RECORDER'S STA TEMENT: <br />FILM THIS 9A DAY OF C_ 2024, <br />ATA.M. IN BOOK _OF URVEYS, AT PAGE <br />AT THE REQUEST OF JOE MURPHY. <br />FEE:d <br />STEVE J. BESTOLARIDESAm;rADPUTY RE <br />ASSESSOR -RECORDER -COUNTY CLERK 17n��w,.�..&_,n, <br />V 2462 <br />S:\2024\2462\RECORD OF SURVEY\RECORD OF SURVEY.dwg Jun 19, 2024 <br />